Public Works Roads Department Tender
BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.
Public Works Roads Department - PWRD Tender
Civil Works
Eprocure
Opening Date21 May 2020
Closing Date4 Jun 2020
Tender Amount₹ 23,13,74,000
Costs
EMD
₹ 46,28,000Document Cost
Refer DocumentsTender Fee
₹ 10,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_PWD_17664_1Bid Award Id
ViewTender No
Kalain/SOPD-G/19-20/01Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder(paving bitumen 60/70 ) after each layer,and with key agreegates placed on the top of the second layer to serve as a base conforming to the line,grades and cross section specified,the compacted layer thickness being 75mm ( including carriage up to initial lead of 5.0 km from quarry) ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
8291.64
-
630.67
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)(Including cost of testing of materials at site and laboratory as directed by the deptt.)
48356
-
33.9
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)
276388
-
14.69
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and demrollers to achieve the desired compaction asper MoSRT&H cl. no. 507. complete in allrespect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and
8291.64
-
10523.25
Bituminous Concrete (Providing and layingbituminous concrete with 100-120 TPH batchtype hot mix plant producing an average outputof 75 tonnes per hour using crushed aggregatesof specified grading, premixed with bituminousbinder @ 5.4 to 5.6 % of mix and fillertransporting the hot mix to work site, laying witha hydrostatic paver finisher with sensor controlto the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H l.no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site etc. (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I) with 60/70 or VG-30 grade bitumen (13mm nominal size)
5527.76
-
11369.72
Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC :8-1980, fixing in position including painting and printing etc.(i) 5th kilometer stone (precast)
5
-
4713.23
Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC :8-1980, fixing in position including painting and printing etc.(ii) Ordinary kilometer stone (precast)
23
-
2928.96
Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300-2. (a) from private land
6349.86
-
327.7
Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)
1646.4
-
128.82
Providing and laying 25 mm sqm 1366.00thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given13.2mm nominal size at the rateof.005cum per10 sqm. and at an approximate spacing of 10 cm center tpo center in both direction , pressed into surface when the temperature of surfaces less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per clause in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centrigrade), prepared by using mastic oker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone chips etc. IN RCC Br. no 15/1,18/1,21/1,22/1 &25/1.
1646.4
-
1543.58
Providing & laying of Hot Applied Thermoplastic Compound 205mm thick including Reflectorising Glass Beads @250gm per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 & consisting of profile marking, Vebra line marking & rain line marking or as directed by the Department.The finished surface to be level, uniform and free from streaks and holes.as per MoRTH specification
6300
-
989.88
Providing and erecting of Retro-Reflectrorised cautionary,mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens typereflective sheeting vide clause 801.3, fixed overaluminium sheeting, 2 mm thick fixed on anangle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the teel work must be Tata/Sail/or any other approved brand) 90cm equilateral traingle
16
-
6899.78
Providing and erecting of Retro-Reflectrorised cautionary,mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens typereflective sheeting vide clause 801.3, fixed overaluminium sheeting, 2 mm thick fixed on anangle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the teel work must be Tata/Sail/or any other approved brand) 60cm equilateral traingle
14
-
4578.76
Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the plings, fixing the tree guatrd and maintaining the plants for one year.
400
-
939.03
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Manual means Bituminous courses
9.3
-
698.34
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) Granular courses
21.75
-
499.46
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P nd scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)© Prestressed RCC grade M20 & above
81.18
-
1215.88
Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. 900mm HP
10
-
426.01
Earth work in excavation for structures as per drawing and Technical specifications clause305.11ncluding setting out , construction of shoring and bracing, removal of stumps and other deleterious materails and disposal upto a lead of 50 m , dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1.in ordinary soil (i)upto 3 m depth
2019.55
-
135.6
Earth work in excavation for structures as per drawing and Technical specifications clause305.11ncluding setting out , construction of shoring and bracing, removal of stumps and other deleterious materails and disposal upto a lead of 50 m , dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1.in ordinary soil (i) A.upto 3 m depth (Without dewatering)
122.04
-
81.36
Plain cement concrete 1:3:6 nominal mix in open foundations with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
312.57
-
6377.72
Plain / reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802 ,804 ,805 ,806 ,807 ,1202 ,and 1204 .(A) with Crushed Stone (I)(ii)PCC grade M 15 (Nominal mix)
113.11
-
7459.13
Plain/Reinforced cement concrete, in open foundation complete as per drawing andtechnical specification including steel shuttering formwork.(C)(i) RCC grade M 20
2.43
-
8019.61
Plain / reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802 ,804 ,805 ,806 ,807 ,1202 ,and 1204 (A) with Crushed Stone (III)(i).RCC grade M 20 (i) For height upto 5m.
888.58
-
8482.91
Plain/Reinforced cement concrete, in sub structure complete as per drawing andtechnical specification including steel shuttering formwork.(C)(i) RCC grade M 25
54.32
-
9143.96
Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ including steel shuttering formwork
6.32
-
9175.6
Supplying, fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and Technical Specifications Clauses 1002, 1005, 1010 and 1202.
50.44
-
88733.25
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202.
0.45
-
83955.61
Supplying, fitting and placing TMT IS:1786TMT-IS 1786 (a) ( Fe-500 D)bar Primary Producer tonne 78525.00(TATA/ SAIL/ Esser Steel/ Jindal Panther steel(Fe 500) bar reinforcement in foundation complete as per drawing and technical
22.28
-
88581.83
Supplying, fitting and placingUn coated Mild steel IS:1786TMT-IS 1786 (a) ( Fe-250)bar reinforcement in foundation complete as per drawing and technical
0.03
-
94526.76
Supplying, fitting and placing TMT IS:1786TMT-IS 1786 (a) ( Fe-500 D)bar Primary Producer tonne 78525.00(TATA/ SAIL/ Esser Steel/ Jindal Panther steel(Fe 500) bar reinforcement in Supr Structure complete as per drawing and technical
4.84
-
90481.36
Providing pressure Relief pipe 100 mm dia in bottom slab of Box cell on a filter media base of 500 mm x500 mm as per drawing and Technical Specifications Clauses 1205.5.7
8
-
472.34
Providing weep holes in brick masonry, plain/RCC abutment with 100mm dia AC pipes extending through full width of the structure with slope 1:20 as per drawing & technical specification.
647
-
224.87
Lifting of superstructure by Hydraulic jack as per approved drawing and Technical Specifications and Clause 2808 MoRTH specifications of Road and Bridge Works including all accessories, complete as per direction of Engineer in charge. B) Lifting with construction of auxilary structure upto 6M heigh including dismentling and removal of the same
2
-
452000
Providing and launching steel struss of structural steel BUG super structure including painting complete as per section 1900 of MoRTH specification
3.5
-
179644.01
Supplying, fitting and fixing Azar, Nahar or Nageswar woodwork complete, including fixing with MS Boards, nuts , nails, screws etc. and coal taring two coats with best tar applied hot as per approved drawings and technical specifications, complete as per direction of Engineer in charge. (a ) In Undressed woodwork in floor planks, collars, bracing, wheel guards,struts,runner belts,railings,. Railposts, runners etc....
2.77
-
35766.65
Rectification of Joints Rectification of Joints by providing lost nuts- bolts, Splices and welding where necessary
28
-
22030.48
Repair of steel Railing (Repair of steel railing to bring it to the original shape).
40
-
427.14
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements